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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAdmitted-Finance MOHALLA KAMA KHAN WARD NO 07 HOUSE NO 88 DISTT POONCH J K | L1 | Admitted-Finance | |
| 2 | L2₹32.6 L+₹1.4 L (4.34%)Admitted-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | L2 | Admitted-Finance | |
| 3 | L3₹34.0 L+₹2.8 L (8.81%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAMWAL CONSTRUCTION CO L1 | narayan construction L3 | NATIONAL TRADING COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00 | B&R PORTION:-
Excvation in post holes (or similar holes) each n exc0.5 cum ,getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm , as in hard soil complete all as specified and directed. | 21 | Each | 100 ₹2,100 Lowest | 200 ₹4,200 | 200 ₹4,200 |
| 2.00 | PCC 1:3:6 type C-2 (40mm graded aggregate) as in foundation complete all as specified and directed. | 4 | Cum | 3,000 ₹12,000 Lowest | 3,000 ₹12,000 Lowest | 3,500 ₹14,000 |
| 3.00 | Rolled mild steel works rolled sections as in main bar and cross beam, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors fixedwith angle cleats or other connecting plates etc Fe 410W(Gde E-250), quality 'B' complete all as specified and directed. | 3,250 | Kg | 120 ₹3,90,000 | 120 ₹3,90,000 | 90 ₹2,92,500 Lowest |
| 4.00 | Mild steel work as in wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-250 Gde E-165 all as specified and directed. | 15 | Kg | 100 ₹1,500 | 120 ₹1,800 | 90 ₹1,350 Lowest |
| 5.00 | Applying two coats of synthetic enamel paint of Ist quality over a coat of red oxide zinc chrome primer to new or previously untreated steel surfaces over 10cm width or girth including preparation of surfaces, complete all as specified and as directed. | 115 | Sqm | 60 ₹6,900 | 50 ₹5,750 Lowest | 60 ₹6,900 |
| 6.00 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified and directed by Engineer- in Charge. | 261 | Sqm | 800 ₹2,08,800 | 650 ₹1,69,650 Lowest | 800 ₹2,08,800 |
| 7.00 | Surface excavation n exc 30 cm deep and averaging 30 cm deep and getting out in hard/dense soil complete all as specified and directed. | 240 | Sqm | 100 ₹24,000 | 20 ₹4,800 Lowest | 20 ₹4,800 Lowest |
| 8.00 | Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, all as specified and directed. | 72 | Sqm | 20 ₹1,440 Lowest | 20 ₹1,440 Lowest | 200 ₹14,400 |
| 9.00 | Hardcore (broken stone or boulders) of guage n exc 63mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface, in any type of soil, complete all as specified and directed. | 36 | Cum | 700 ₹25,200 Lowest | 800 ₹28,800 | 2,500 ₹90,000 |
| 10.00 | 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base floor finishing surface even and fair, complete all as specified. | 240 | Sqm | 250 ₹60,000 Lowest | 350 ₹84,000 | 300 ₹72,000 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
14 Sept 2026, 6:00 pmClosed
GE 881 EWS
GE 881 EWS, C/O 56 APO
PROVN OF TEMP PARKING SHED (93 IBC), STANDBY CENTRIFUGAL PUMP AT HAMIRPUR, REPLACEMENT OF WATER SUPPLY PIPELINE FROM BLDG NO P-87A TO P-51 AT LG MENDHAR AND SPL REPAIR TO BLDG NO T-07 (PB) AT POONCH UNDER GE 881 EWS
2026_MES_783473_1
GE/PNH-61/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 881 EWS, C/O 56 APO
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE 881 EWS
₹70,000
Yes
21 Sept 2026
8 Aug 2026
18 Sept 2026
8 Aug 2026
14 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B&R PORTION:-
Excvation in post holes (or similar holes) each n exc0.5 cum ,getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm , as in hard soil complete all as specified and directed. | 21 | Each | - | - |
| 2 | PCC 1:3:6 type C-2 (40mm graded aggregate) as in foundation complete all as specified and directed. | 4 | Cum | - | - |
| 3 | Rolled mild steel works rolled sections as in main bar and cross beam, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors fixedwith angle cleats or other connecting plates etc Fe 410W(Gde E-250), quality 'B' complete all as specified and directed. | 3,250 | Kg | - | - |
| 4 | Mild steel work as in wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-250 Gde E-165 all as specified and directed. | 15 | Kg | - | - |
| 5 | Applying two coats of synthetic enamel paint of Ist quality over a coat of red oxide zinc chrome primer to new or previously untreated steel surfaces over 10cm width or girth including preparation of surfaces, complete all as specified and as directed. | 115 | Sqm | - | - |
| 6 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified and directed by Engineer- in Charge. | 261 | Sqm | - | - |
| 7 | Surface excavation n exc 30 cm deep and averaging 30 cm deep and getting out in hard/dense soil complete all as specified and directed. | 240 | Sqm | - | - |
| 8 | Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, all as specified and directed. | 72 | Sqm | - | - |
| 9 | Hardcore (broken stone or boulders) of guage n exc 63mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface, in any type of soil, complete all as specified and directed. | 36 | Cum | - | - |
| 10 | 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base floor finishing surface even and fair, complete all as specified. | 240 | Sqm | - | - |
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